筏板基础及地基计算表基础宽筏板厚桩直径/m桩间距置换率设计桩长qpEppz桩身强度折减系数桩底特征值桩摩擦特征值桩承载力桩身强度沉降S1沉降S2总沉降复合地基承载力特征值取桩身强度总沉降S14.4m0.35m0.5001.2000.1369.000100198.000110.0000.28011.77570.65082.42598.91020.69750.31871.015133.29080.00071基础长fcu桩面积Ap桩周长upaqsiEspzlEsp基础宽度b计算沉降深度a1a2z1z245.9m1.8000.1961.5700.600104.00030.00030.43915.00021.2400.2290.23510.00021.000